7c PROJECT BID INFORMATION Applicant Town of] Hertford Meads Lift Station Relocation and Sewer Rehabilitation Project Number VUR-W-ARP-0068 & CS370526-05 Address 114 B West Grubb Street P.O. Box 32 Hertford. NC 27944 Bid Information to be forwarded with the cost summary (a) Tabulations of all bids received (sealed by engineer). Included (b) Copies ofthe bid(s) and bid bond the applicant wishes to accept. Included (c) Resolution oft tentative award from the governing board. Included (d) Engineer's recommendation ofaward letter. Included (e) Proof of advertisement. Included (f) MBE/WBE documents: (see MBE/WBE instructions) Included (g) American Iron and Steel Certification (not applicable to all projects) Included (h) Ifn negotiations took place to get the project within budget, all information associated with the negotiations must be submitted. Included These items, and this form must be submitted to your assigned DWI, Grant Management Unit project manager. Contact Mark Hubbard if you do not know who your project manager is. Addenda All addenda must be submitted to your DWI project engineer for approval prior to opening bids. Changes to the scope of the project may result in funding being rescinded. Please Note that the following items must be submitted before any reimbursements will be made. All items in the below list are submitted to Pam Whitley of DWI. Capital Project Ordinance Site Certificate Closing costs Executed Construction Contracts (DWI will approve by letter) A/E contracts (DWI will approve by letter) A/E Brooks Act Compliance Certification (applicable to certain Federal projects) Federal ID and DUNS numbers (form was provided with the Loan Offer package) LGC must receive the executed promissory note (see guidance document for details on when the promissory note is generated) Mailing Address: Division of Water Infrastructure 1633 Mail Service Center Raleigh, NC 27699-1633 PROJECT COST SUMMARY (as-bid) List contractor names below: TOTAL ELIGIBLE* 1. Enviro-Tech Unlimited Construction $2,492,227.00 $2,492,227.00 Services (Contraact 1) 2. Enviro-Tech Unlimited Construction S505,176.00 $5 505,176.00 Sercices (Contraact 2) EQUIPMENT AND MATERIALS N/A N/A SUBTOTAL $ $ CONTINGENCY (2% of construction) $ 64,087.00 $ 64,087.00 ENGINEERING $ 685,000.00 $6 685,000.00 LEGAL, TESTING, ETC. N/A OTHER (specify) E N/A REAL PROPERTY ACQUISTION COSTS** N/A CLOSING COSTS (Not eligible in CWSRF) $1,465.80 $0 TOTAL $3.747,955.80 $3,746,490.00 *Please see eligibility guidance for a full accounting of eligible costs. *: * Please use the form provided on the website in addition to land cost invoices. REVENUE SOURCES FOR PROJECT CONSTRUCTION List funds that are available for this project AMOUNT DWI FUNDING - (CWSRF DWI# CS370526-05 Principal $73,290 Forgiveness PF) DWI FUNDING - (ARPA DWI# VUR-W-ARP-0068) $3,673,200 TOWN FUNDS (2% CWSRF CLOSING FEE) $1,465.80 GENERAL OBLIGATION or REVENUE BONDS N/A OTHER AGENCY (specify) N/A OTHER AGENCY (specify) N/A OTHER (specify N/A OTHER (specify) N/A TOTAL $3,747,955.80 The undersigned representative ofthe Recipient certifies that the information contained above and in any attached statements and material in support thereofi is true and correct to the best ofhis or her knowledge. Doris Walton (Interim Town Manager) Signature of Authorized Representative Name and Title (type or print) Date Budget: Hertford Collection System Improvements DWI Project No. VUR-W-ARP-0068 & CS370526-05 WR Project No. 09220405.01 FUNDING SOURCE Amount DEQF Funding (CWSRF DWI# C5370526-05 Principal Forgiveness PF) $73,290.00 DEQ Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 TOTAL DEQ FUNDING $3,746,490.00 Town Funds (CWSRF 2% loan closing fee) $1,465.80 TOTAL FUNDING $3,747,955.80 Description Amount* Base Bid (Meads Lift Station Relocation and Sewer Rehabilitation) $2,779,360.00 Contract 1 Base Bid (WWTP) - Contract 2 $947,000.00 Contingency (2%) $74,527.20 Engineering $685,000.00 Total Project Cost $4,485,887.20 DWI Funding (CWSRF DWI# CS370526-05 Principal Forgiveness PF) $73,290.00 DWI Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 Total Project Budget $3,746,490.00 Total Construction Budget $3,061,490.00 Construction Budget Surplus ($739,397.20) Budget: Hertford Collection System Improvements DWI Project No. VUR-W-ARP-0068 & CS370526-05 WR Project No. 09220405.01 FUNDING SOURCE Amount DEQ Funding (CWSRF DWI# CS370526-05 Principal Forgiveness PF) $73,290.00 DEQ Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 TOTAL DEQ FUNDING $3,746,490.00 Town Funds (CWSRF 2% loan closing fee) $1,465.80 TOTAL FUNDING $3,747,955.80 Description Amount* Negotiated Base Bid (Meads Lift Station Relocation and Sewer $2,492,227.00 Rehabilitation) - Contract 1 Negotiated Base Bid (WWTP) - Contract 2 $505,176.00 Contingency (2%) $64,087.00 Engineering $685,000.00 Total Project Cost $3,746,490.00 DWI Funding (CWSRF DWI# CS370526-05 Principal Forgiveness PF) $73,290.00 DWI Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 Total Project Budget $3,746,490.00 Total Construction Budget $3,061,490.00 Construction Budget Surplus $0.00 WithersRavenel Our People. Your Success. February 14, 2025 Doris Walton Interim Town Manager Town of Hertford P.O Box 32 Hertford, North Carolina 27944 RE: Bid Evaluation and Recommendation of Award Town of Hertford Collection System Improvements - Contract 1 Meads Lift Station Relocation and Sewer Rehabilitation WR Project No. 09220405.01 DWI Project No. VUR-W-ARP-0068 & CS370526-05 Dear Mrs. Walton: The intent of this letter is to present our evaluation of the bids and make a recommendation for the award. At the first potential bid opening date of Thursday, October 17, 2024, at 2:00 pm, less than three bids were received, sO no bids were opened. At the second bid opening on Wednesday December 4, 2024, at 2:00 pm, bid packages were received for the referenced project, opened, and read publicly. EVALUATION OF BIDS During the second round of bidding one (1) bid package was received. The bid package was delivered to the Town of Hertford before the scheduled bid opening. The bid package received was as follows. Meads Lift Station Replacement and Sewer Rehabilitation Bidder Base Bid Alternate Bid A Alternate Bid B Alternate Bid C Enviro-Tech Unlimited $2,779,360.00 $1,887,932.00 $184,154.00 $133,095.00 Construction Services, LLC Following the bid opening, WithersRavenel further reviewed the bid package in detail for compliance with NC General Statues and requirements set by the funding agency NCDWI. 219 Station Rd. Suite 101 Wilmington, NC 28405 t: 910-256-9277 www.witherravenelcom License No. F-1479 Asheville I Cary Charlotte I Greensborol I Pittsboro I Powells Point I Raleigh - Southern Pines Wilmington Enviro-Tech Unlimited Construction Services, LLC. was the apparent lowest, responsive, and responsible bidder with a Base Bid of $2,779,360.00 and Alternate Bids of $1,887,932.00, $184,154.00, and $133,095.00 for Alternates A, B, and Cr respectively. Individual unit price bid amounts are provided in the attached Certified Bid Tabulation. A review of the bid submittal package for Enviro-Tech Unlimited Construction Services, Inc. revealed that the bid was complete, and the required supporting documentation was provided. The total NCDWI project budget amount is $3,747,955.80, as shown below: FUNDING SOURCE Amount DEQ Funding (CWSRF DWI# CS370526-05 Principal Forgiveness PF) $73,290.00 DEQ Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 TOTAL DEQ FUNDING $3,746,490.00 Town Funds (CWSRF 2% loan closing fee) $1,466.00 TOTAL FUNDING $3,747,956.00 After subtracting engineering fees and loan fees from the total project budget, $3,061,490.00 is available for construction and contingency for the Contract 1 (Meads LS and Sewer Rehabilitation) and Contract 2 (WWTP). NCDWI allows for a maximum construction contingency amount of approximately 5%. To maximize construction funds, we recommend utilizing a contingency of approximately 2%. Due to the cumulative bid prices surpassing the available construction budget, the town is requesting additional ARPA funds from DWI to make the project whole. Concurrently, should additional funds not be available, value engineering negotiations took place between the Town of Hertford, WithersRavenel, and Enviro-Tech Unlimited Construction Services, Inc. The value engineering removed a sizeable amount of sewer rehabilitation work except for those areas which are necessary to retain scoring criteria qualification for funding. In addition, the method of construction and materials around the lift station were negotiated. From this, the project costs and budget are as follows. Description Amount* Negotiated Base Bid (Contract 1- Meads Lift Station Relocation and $2,492,227.00 Sewer Rehabilitation) Negotiated Base Bid (Contract 2- WWTP) $505,176.00 Contingency (2%) $64,087.00 Engineering $685,000.00 Total Project Cost $3,746,490.00 DWI Funding (CWSRF DWI# CS370526-05 Principal Forgiveness PF) $73,290.00 DWI Funding (ARPA DWI# VUR-W-ARP-0068) $3,673,200.00 Total Project Budget $3,746,490.00 Total Construction Budget (Including Contingency) $3,061,490.00 Construction Budget Surplus $0.00 219 Station Rd. Suite 101 Wilmington, NC 28405 t: 910-256-9277 www.wtherravenelcom License No. F-1479 Asheville I Cary Charlotte I Greensboro I Pittsboro I Powells Point Raleigh Southern Pines Wilmington *Dollar amounts are rounded up to nearest whole dollar RECOMMENDATION Based on our review of the bids and knowledge of the Contractor, WithersRavene! recommends that the Town of Hertford tentatively award the contract to Enviro-Tech Unlimited Construction Services, Inc. in the amount of the Negotiated Base Bid of $2,492,227.00, contingent upon the Division of Water Infrastructure's (NCDWI's) approval of the bid package, and the Local Government Commissions (LGC) approval of the CWSRF loan. If you have any questions or need additional information, please contact me and I will be glad to assist you. Sincerely, WithersRavene! mM D Leonard McBryde 111, P.E. Director of Utilities, Wilmington Imcbryde@withersravenel.com 919.238.0424 Attachments: Certified Bid Tabulation Certified Negotiated Bid Tabulation Project Budget Resolution of Tentative Award Scope Reduction and Negotiations Memorandum 219 Station Rd. Suite 101 Wilmington, NC 28405 t: 910-256-9277 Iwwwwithersravenelcom I License No. F-1479 Asheville I Cary Charlotte - Greensboro/Pitsboro! Powells Point Raleigh Southern Pines - I Wilmington TOWN OF HERTFORD COLLECTION SYSTEM IMPROVEMENTS = CONTRACT 1- MEADS LIFT STATION RELOCATION AND SEWER REHABILITATION PROJECT AMERICAN RESCUE PLAN ACT GRANT (PROJECT # VUR-W-ARP-0068) CLEAN WATER STATE REVOLVING FUND LOAN (PROJECT # CS370526-05) RESOLUTION OF TENTATIVE AWARD WHEREAS, the Town of Hertford, North Carolina has received bids, pursuant to duly advertised public notice therefore, for construction of the Contract 1- Meads Lift Station Relocation and Sewer Rehabilitation project, a portion of project number VUR-W-ARP-0068 (ARPA) & CS370526-05 (CWSRF), and WHEREAS, WithersRavenel, the Town consulting Engineers, have reviewed the bids; and WHEREAS, Enviro-Tech Unlimited Construction Services, Inc. was the lowest responsible, responsive bidder for the Contract 1- Meads Lift Station Relocation and Sewer Rehabilitation project in the total negotiated bid amount of $2,492,227.00, and WHEREAS, the consulting Engineers recommend TENTATIVE AWARD to the lowest responsible, responsive bidder. NOW, THEREFORE, BE IT RESOLVED that TENTATIVE AWARD is made to the lowest responsible, responsive bidder Enviro-Tech Unlimited Construction Services, Inc.) in the Total Negotiated Bid Amount of $2,492,227.00. BE IT FURTHER RESOLVED that such TENTATIVE AWARD be contingent upon the approval oft the apparent low bidder by North Carolina Department of Environmental Quality Division of Water Infrastructure. Upon motion of seconded by. the above RESOLUTION was unanimously adopted. This is (date) day of (month), 2024 at Town of Hertford, North Carolina. R. Ashley Hodges, Mayor ATTEST: Gina Durante, Town Clerk TOWN OF HERTFORD COLLECTION SYSTEM IMPROVEMENTS = CONTRACT 1- MEADS LIFT STATION RELOCATION AND SEWER REHABILITATION PROJECT AMERICAN RESCUE PLAN ACT GRANT (PROJECT # VUR-W-ARP-0068) CLEAN WATER STATE REVOLVING FUND LOAN (PROJECT # CS370526-05) RESOLUTION OF TENTATIVE AWARD WHEREAS, the Town of Hertford, North Carolina has received bids, pursuant to duly advertised public notice therefore, for construction of the Contract 1- Meads Lift Station Relocation and Sewer Rehabilitation project, a portion of project number VUR-W-ARP-0068 (ARPA) & CS370526-05 (CWSRF), and WHEREAS, WithersRavenel, the Town consulting Engineers, have reviewed the bids; and WHEREAS, Enviro-Tech Unlimited Construction Services, Inc. was the lowest responsible, responsive bidder for the Contract 1- Meads Lift Station Relocation and Sewer Rehabilitation project in the total bid amount of $2,779,360, and WHEREAS, the consulting Engineers recommend TENTATIVE AWARD to the lowest responsible, responsive bidder. NOW, THEREFORE, BE IT RESOLVED that TENTATIVE AWARD is made to the lowest responsible, responsive bidder (Enviro-Tech Unlimited Construction Services, Inc.) in the Total Bid Amount of $2,779,360. BE IT FURTHER RESOLVED that such TENTATIVE AWARD be contingent upon the approval of the apparent low bidder by North Carolina Department of Environmental Quality Division of Water Infrastructure. BE IT FURTHER RESOLVED that such TENTATIVE AWARD may be contingent upon receipt of additional American Rescue Plan Act (ARPA) funds from NC Division of Water Infrastructure. Upon motion of seconded by the above RESOLUTION was unanimously adopted. This is (date) day of (month), 2024 at Town of Hertford, North Carolina. R. Ashley Hodges, Mayor ATTEST: Gina Durante, Town Clerk Docusign Envelope ID: 86AFB872-B429-429-4F6F-ABF0-EB76DA87F444 Project Bid Tabulation - Negotiated Bid Town of Hertford Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation DWI Project No. VUR- W-ARP-0068 & CS370526-05 WRP Project No 09220405.01 Original Bid:E Enviro-Tech Unlimited Construction Negotiated Bid:E Enviro- Tech Unlimited Construction Bid Received: December 4, 2024 Services, LLC Services, LLC ltem Unit Cost ExtendedPrice VE UnitCost ExtendedPrice Line Description Quantily U/M (S: (S) Quantity (S) IS Meads Lift Station Replacement 1 Mobilization 1 L5 $85,000 $85,000 $85,000 $85,000 2 Assessmento ofE Existing8-Inchs Sewers byc CCTVI Inspection LF $16 $o 0 $16 so andManholel Inspections lowt traffic) 3 Assessmente ofE Existing 10-inch Sewers by CCTV LF $20 S0 0 $20 $o Inspectiona and Manholel Inspections lowt traffic) 4 Clearinga ando Grubbing 1 LS $15,000 $15,000 1 $15,000 $15,000 5 Meadsl Litts StationF Replacementa andD Demolition 1 LS 865,000 86 65,000 $849,980 $849,980 SCADA Allowance LS $25,000 $25,000 $25,000 $25,000 7 10-inchp PVC CP00 SDR35 Gravity! Sewer (Open-Cut) $o 10-12D Depth 45 LF $300 $13,500 45 5285 $12,817 12-140 Depth 92 LF $350 $32.200 92 5335 $30,804 8 Bore GJack- 20-inch steelcasing with 10-inch DIPPE 364 LF $1,600 $582,400 364 $1,511 $549877 pvcce0o350B PVCC90Q carrier pipe 10-inchE DIPPC-a50s SDR35 Gravitys Sewer (Open Cut) So 12-140 Depth 43 LF 5465 $19,995 43 $362 $15,557 10 4-foot Diameter Doghouse Manhole $o 12-140 Depth 1 EA 518,500 518,500 1 $18,500 $18,500 11 4-foot Diameteri Manhole 50 12-1 -14'D Depth 1 EA $14,000 514,000 1 $14.000 $14,000 14- -16 Depth 1 EA $15,000 $15,000 1 $15,000 $15,000 12 6-InchP PC-350DIPF Force Main IncludingFittings. Valves, 49 LF $450 522,050 49 $427 $20,940 andRestrained) Joint (Open Cut(6-81 13 6-inchF Force Main Connection, Valves: and Fittings 1 EA 517,500 $17,500 1 $11,995 $11,995 14 Pipec Connectiont toE Existing Manhole 1 EA $5,000 $5,000 1 $5,000 $5,000 15 lemovez andF Replace RoadwayF Pavement 90 SY 5165 $14.850 90 $165 $14850 16 Remove S Replace Unsuitable Material withs #575 Stone 150 CY $125 $18,750 150 $125 $18.750 17 Erosion Control,l Implementation, Maintenancea and 1 L5 $10,000 $10000 1 $10,000 510,000 Removal 18 SiteR Restoration 1 LS $29,500 $29,500 1 $29,500 $29,500 19 AbandoninF PlaceE Existing 10" PVCC Gravity Sewera and 190 LF 560 $11,400 190 560 $11,400 Reconstructedin invertsi intol Manhole 20 Bypass Sewers Pumping 1 L5 565,000 565000 1 $57,500 $57,500 21 3rdParyM Materials Testing Allowance 1 LS $5,000 $5.000 1 $5,000 $5,000 22 Generator 1 LS $115.000 $115.000 1 $115,000 $115,000 Docusign Envelope ID: 86AFB872-B429-429-4F6F-ABFO-EB76DA87F444 Sewer Rehabilitation- Dig and Replace 23 Assesment ofE Existinga-inch Sewers by CCTVI Inspection 0 LF $16 $o 0 $16 so andi Manholel Inspections lowtr tratfic) 24 Assessment ofEiatinga-inchs Sewers byo CCTVInspection 0 LF $20 $o $20 $0 andManholek Inspections hightraffic) 25 RehabiRute Existing8-inchs Sewers ByFurnishingA And 0 LF $70 $0 0 $70 $0 InstallingF Finished Cured-in-P Place Pipel Liner (lowt traffic) 26 Rehabiote Eastinga a-Inch Sewers ByF FumishingA And 0 LF $87 so $87 SD Instolling Finished Cured-in-PlaceP Pipel Liner (hight traffic) 27 Rchabltate Existing 10-inch Sewers ByF FurishingA And o LF $87 $o $87 $o Instaling Finished Cured-in-PlaceP Pipel Liner (hight traffic) 28 Sanitary Sewerd Gravity LineF Remove andR Replace $o So Ema OIPI (OpenCubdowt traffic) 0-4 Depth 0 LF $162 $o 0 $162 so 4-6D Depth 0 LF $215 $0 0 $215 $0 29 B-inchs Sanitary Sewer Gravity Line Remove: andF Replace $0 $0 withD DIPL IOpenc Cuonight traffie 0-4 Depth 0 LF $192 $o 0 $192 s0 4-6 Depth 0 LF $220 50 0 $220 50 30 Binchs Sanitarys Sewer GrsvtylineRemove: andR Replace so $0 Mthe PVCcecOS SAR35 (Openc Cutlowtraffic) 4-6 Depth 0 LF $150 So 0 $150 $0 6-8'0 Depth 90 LF $185 $16,650 90 $175 $15,728 a-10 Depth 488 LF $200 $97,600 488 $190 $92,603 31 Binchs Sanitary Sewer GravtylineRemoves andReplace $o withe AVCCeOOS SDRI5 (Open Cun (hight traffic) a-10 Depth 50 LF $225 511,250 50 $215 $10,738 32 so-inths Sanitary Sewer Gravity Line Remove: andR Replace So withpvC C9001Open Cut/fllowt traffic) 8-10D Depth o LF $225 $0 0 5225 so 33 10-inch Sanitary Sewer Gravityl Line Remove andReplce so withp PVCCPOOIOpen Cut) Dightraffie) B-10D Depth 0 LF $255 so o $255 50 34 Excavate And BackfillF For ObstructionsA AndP Point Repairs 1 EA $9,500 $9,500 D $9,500 so For8-inchs Sewer Line Rchablitation (low traffic) 35 ExcavateA And BackraFor Obstructions AndP Point Repairs 0 EA $12,000 So 0 $12,000 $o ForB-inchs Sewerl LineR Rchablitation! hight traffic) 36 ExcvateA And BackfilFor ObstructionsA AndPointR Repairs 2 EA 13,500 527,000 2 $13,288 $26,575 For1 10inchs Sewert LineR Rehabiltationlowit traffic) 37 ExcavateA And BackrilForc ObitretiomAndPelnis Repairs EA 517,500 517,500 $17,288 $17,288 Fori 10-inchs Sewer Line Rehsbilitutionpight trafficl 38 Furnish Andi Install ICementitious Manhole SurfaceL Liner 4- 57 VF $950 $54,150 16 $950 $15.200 FoatD Diameter lowvaffic) 39 Furnish Andinstallo Cementitious Manholes Surfacel Liner 4- 18 VF $1,050 $1a,900 $1,050 $8.400 FotD Dlameter (high vaffic) Rebuld/ Repair BenchA Andl Inverti Inside Designared 40 Manholes!l (low or hight tralfic) 11 EA $3,500 538,500 1 $3,500 $3,500 1 nstallor Replace 4-inch Dropi ini Manhole o VF 52,500 50 0 52,500 50 2 Installo ari Replace 6-inch DropinManhole D VF 53.000 so 0 53,000 So 43 Installo lor Replace B-inch Dropi inManhole 0 VF 53500 $0 0 $3,500 so 44 Installs Slideo or Insidet Drop for Dropsl Less Than 30inche: 3 EA $10,000 530,000 $10,000 510,000 45 installationol4 Diameter Manhole so so 6-8 Depth 0 EA $11,000 S0 0 $11,000 so 46 Abandoninp Place Existinga Gravity Sewer andD Dropsi in 0 LF 550 so 0 $50 So Manhole Docusign Envelope ID: SAFBS728429F6F-ABFDEB7SDAS7P44 47 Inspection of4-inchs Sewer LateralT ToMeetA AIS Speclfied 10 EA $1,500 $15,000 $1,500 12,000 Requirements (low and hight tratfid) 48 Inspectiono ot6-Inchs Sewer! lateralToMeetA AIIS Specified 0 EA $1,750 $0 o $1,750 $0 Requirements flowa andhighu trattid) 9 Reconnect 4-inch Sewer LateralT ToMaint toN MeetA AII 10 EA $4,500 $45,000 8 $4.500 $36,000 SpecitiedR Requiremens flowtratfid 50 Reconnect4 4-Inchs Sewer LateralT TON Main to MeetA All 0 EA $5,500 $o 0 $5,500 $0 SpecitiedR Requirements! hight traffic) - 51 Reconnects 6-lnchs Sewer laceralT TON Mainto MetA A 1 EA $6,500 $6,500 0 $6,500 so SpeciriedR Requirements! (lowt tralfic) 52 Reconnect 6-Inchs SewerL Lateral ToN Maint toN MeetA All 1 EA $9,00000 $9,000 0 $9,000 s0 Specified Requirernentsp phight tratfic) 53 Rehabilitate rF Replace4 4-Inchs Sewerl Lateral TON MeetA AII 1,050 LF $55 $57.750 280 $55 $15,400 SpecifiedR Requirements! llowb tra/fic) 54 Rehabilitate orF Replace 4-Inchs Sewerl LateralToMectA All o LF $58 $o 0 $58 50 Specifiedr Requirements!H (hight traffic) 55 Rehabilitaten arF Replace 6-Inchs Sewerl LateralT ToMeet Al 35 LF $95 $3,325 35 $95 $3,325 SpecifiedR Requirementsll llowtraffic) 56 Rehabilitateo or Replace6-Inchs Sewer Laterall TON MeetAll 35 LF $105 $3,675 35 $105 $3,675 Specified Requirements (high traffic) 57 Install 4-inch Sewert Lateralinton Manhole 7 EA $5,000 $35,000 7 $5,000 535,000 58 Install6 6-inch Sewerl Laterali intol Manhole EA $7,500 $7,500 o $7,500 $0 59 Instals Saddlef for 4-inch Sewerl Lateral 10 EA $2,800 $28,000 8 $2,800 $22,400 60 Installs Saddie for 6rinch Sewer Lateral EA $3,500 $3,500 o 53,500 S0 61 Furnish Andi Install 4-inch Clean Out 17 EA $1,850 $31,450 15 $1,850 $27,750 62 FurnishA AndInstall6 6-Inch Clean Out 1 EA $3,500 $3,500 0 $3,500 50 63 Removea andR Replace RoadwayP Pavement fors Sewerl Line 834 SY $165 $137,610 818 $165 $134,970 Rehabilitationlowt traffic) 64 Remove: andR Replaçe Roadway Pavement fors Sewerl Line 67 SY $350 $23,450 67 $350 $23,450 Rehabilitationo (hight tralfic) 65 Remove: andF Replace Concretes Sidewalks and Driveways 0 SY $165 $o 0 $165 so 66 Remove andF Replace Concrete Curbs Gutter o LF 5115 5o 0 $115 $0 67 FlowableF Fill 20 CY $700 $14,000 20 $700 514,000 58 Trench SublizationA AndPipeB Bedding 17 TN $110 $1,870 15 $110 $1,650 59 Surface Restoration 189 SY $65 $12,285 167 $65 $10,655 70 Removes & Replacel Unsuitable Bedding! Materialy with #57 150 TN $135 $20,250 150 $135 $20,250 Stone Total Construction! Bid Cost Base Bid $2,779,360.00 $2,492,227 1. I A 036163 - 144/20258 - R D a E WithersRavene! Our People. Your Success. Scope Reduction And Negotiations Memorandum Date: February 05, 2025 Town of Hertford Collection System mprovements Project: VUR-W-ARP-0068 & DWI Project No: CS370526-05 WR Project No: 09220405.01 Leonard McBryde (Engineer, WithersRavenel) Michele Faison (Grant Administrator, Participants WithersRavenel) Nick Brown (Contractor, Enviro-Tech) Doug Newhouse (Grant Representative, DWI) Doris Walton (Interim Town Manager) Background The Hertford Collection System Improvements project involves two separate design projects. 1. Meads Lift Station Relocation and Sewer Rehabilitation a. This project involves relocating the Meads Lift Station, as well as the rehabilitation of sanitary sewer within the town limits. 2. WWTP a. This project involves the rehabilitation of, and upgrades to, the Headworks at the Wastewater Treatment Plant 10/17/2024 - 1st Bid Opening was held for both projects. The minimum number of required bids to open bids was not met. WithersRavenel! and the Town determined that contractor outreach and re-bidding was the best approach to garner more competitive bidders. 12/4/2024 - 2nd Bid Opening was held for both projects. The lowest responsive responsible bidder (for both projects) was Enviro-Tech Unlimited Construction Services, LLC. However, low bid prices came in over budget. WithersRavene! engineering was deemed necessary to award the project. Meads LS Relocation and Sewer Rehab - Base Bid of $2,779,360 WWTP - Base Bid of $947,000 Total Construction Budget = $3,061,490 1/8/2025 -WR met virtually with Enviro-Tech Unlimited Construction Services, LLC to discuss the need for Value Engineering. WR was to prepare documents for a follow up discussion with the Value Engineered Scope 1/14/2025 - WR met virtually with Enviro-Tech Unlimited Construction Services, LLC to propose a value engineered scope. Negotiation and Value WithersRavene. Engineering Process Meads Lift Station Relocation and Sewer Rehabilitation - 12/11/2024 - Engineer met with Grant Administrator to determine areas qualified for scope reduction in order to retain the areas which qualify the project for funding. 1/13/2025 - Engineer Verified ARPA and CWSRF construction budget with Grant Administrator. 1/14/2025 - Engineer finalized the Value Engineering Proposal and met with the Contractor to discuss proposal. o The proposed value engineering scope includes all proposed work associated with relocating the Meads Lift Station. 219 Station Road, Suite 101 Wilmington, NC 28405 t: 910.256.9277 www.wirersavenekcom I License No. F-1479 Asheville I Cary Charlotte P Greensboro/Pitsboro I Powells Point Raleigh Southern Pines Wilmington WithersRavene! Our People. Your Success. The proposed scope retained the sanitary sewer linework proposed in the base scope; dictating that the proposed linework be completed for Whedbee Dr. and N Covent Garden St. Engineer and Grant Administrator determined the aforementioned streets could not be removed in order to maintain the points which qualified the project for CWSRF funding. This determination retains all of the linework in the base bid aside from a noted point repair of a third party gas line bored through a sewer main. Engineer recommended to the Town that that the Town hold the third party responsible for correcting this bore intrusion, using zero dollars of funding to make the repair. This line was kept base scope as a backup, should the Town be unable to hold the third party responsible to correct the intrusion. Engineer removed all alternate linework. The proposed value engineering scope retained the manhole rehabilitation associated with Whedbee Dr. and N Covent Garden St. as part of the base bid. The remaining manhole rehabilitation in the base bid was removed from the project, along with the alternates. Furthermore, an additional $61,000 needed to be shaved off of the bid proposal in order to allow the budget approximately 2% contingency. The Engineer asked the contractor to discern ways to bring this price down by substituting materials and methods as best they could. 1/20/2025 - The Contractor accepted this this value engineering proposal, and began work to find ways to bring the Meads Lift Station work down by approximately $61,000. 1/20/2025 - The Contractor proposed the following changes to make the forementioned reduction. Enivro-Tech Potential Deducts Item # Deduct Description Unit QTY Deduct Unit Deduct Total 5 Remove waters service, water tap, yardi hydrant, backflow LS -1 $ 8,500.00 $ (8,500.00) 5 Removei interiorl lining from lifts station VF -21 $ 500.00 $ (10,500.00) 5 Remove exterior coatingf from lift station VF 21 $ 200.00 $ (4,200.00) 5 Remove! barb wiref from fence LF -260 $ 2.00 $ (520.00) 5 Cuta andp plug endo of seweri forcemain; nof flowablef fill LF -164 $ 25.00 $ (4,100.00) 7a 10"S SDR2 26inl lieud of C900 10-12 depth LF -45 $ 10.50 $ (472.50) 7a 10" SDR3 351 inu lieud of C900 10- 12' depth LF -45 $ 15.17 $ (682.65) 7b 10" SDR26in lieud of C900 12- 14' depth LF -92 $ 10.50 $ (966.00) 7b 10"S SDR3 35i in lieu of C900: 12- 14' depth LF 92 $ 15.17 $ (1.395.64) 8 10"d carrier pipet tot be PVCC900p pipev without bell LF -364 $ 88.05 $ (32,050.20) restraints (jack and bore) 9 10"F PVCC900 gravitys seweri in lieu of ductilei iron LF -43 $ 88.05 $ (3,786.15) 19 Cut and plug ends of 10" gravitys sewer pipe:nof flowable LF -190 $ 30.00 $ (5,700.00) 30a Use8"s SDR: 26in lieu of C900 LF -90 $ 7.25 $ (652.50) 30a Use8"s SDR3 35inl lieu of C901 LF -90 $ 10.24 $ (921.60) 30b Use8 8"S SDR2 26inl lieu of C902 LF -488 $ 7.25 $ (3,538.00) 30b Use8" SDR35in lieu of C903 LF 488 $ 10.24 $ (4,997.12) 31a Use8" SDR2 26in lieu of C904 LF -50 $ 7.25 $ (362.50) 31a Use8"s SDR3 35i in lieu of C905 LF -50 $ 10.24 - $ (512.00) 36 10" pointr repair using SDR2 26inl lieu of C900lowt traffic EA -2 $ 147.00 $ (294.00) 36 10"p pointr repairy using SDR35inU lieu of C9001 lowt traffic EA -2 $ 212.38 $ (424.76) 37 10" pointr repairu using SDR: 261 in lieu of 09001 lowt traffic EA -1 $ 147.00 $ (147.00) 37 10" pointr repair using SDR3 35inl lieu of C9001 lowt traffic EA -1 $ 212.38 $ (212.38) Engineer began reviewing the Contractors proposal. Scope Reduction And Negotiations MemorandumLeonard McBryde (Engineer, WithersRavenel) Michele Faison (Grant Administrator, WithersRavenel) Nick Brown (Contractor, Enviro-Tech) Doug Newhouse (Grant Representative, DWI) Doris Walton (Interim Town Manager) Page 2 of 5 WithersRavene! Our People. Your Success. 1/23/2025 - Contractor and Engineer met to discuss these deductions. Engineer accepted substitutions shown by stated the table below: Green highlight = accepted No highlight = not accepted Orange highlight - under further review & negotiation Potential Deducts Item# DeductD Description - Unit QTV DeductU Unit DeductT Total IDN No. 5 Removew waters service, waler tap. ardhydrant, backflow LS 1 $ 8,500.00 S (8.500.00 $ (8,500.00) 5 Removein inlerior liningt trom! lifts station VF 21 $ 500.00 (10.500.00 5 Removee exteriord coating! Iromlifts stalion VF 21 s 200.00 S (4.200.00 5 Removeb barby wire! tromf fence UF -260 $ 2.00 S 1520,001 $ (520.00) 5 Cutandp pluge endofsewert forcemain;nof flowablefill UF -164 $ 25.00 $ (4,100.00 7a 10"SDR2 2binlieuofc9001 10-1 12 depth UF 45 $ 10.50 $ (472.50 7a 10'SDR3 35inlieuo of09001 10-12'd depth UF -45 $ 15.17 $ (682.65) $ (682,65) 7b 10" 'SDR2 26inli lieuofc9001 12-14'0 depth UF 92 $ 10.50 (966.001 7b 10"SDR35inli lieuc of09001 12-1 14' depth LF 92 $ 15.17 $ (1.395.64 $ (1,395,64) 8 10"carrierp pipet tobeF PVCC900 pipev withoutt bell LF -364 $ 88,05 $ (32,050.20) estrainisi (iack andb bore) $ (32,050,20) Whatifi usingSDR 35v with Bell Restraints? 10 9 10'P PVCCSOOgraMitys seweri ini lieuofductileir iron LF -43 $ 88.05 $ 13.78515 $ (3,786,15) maybeu uses SDR35 11 19 Ditandpi pluge endsof1 10" gravitys sewer pipe: no flowable LF -190 $ 30,00 (5.700.00) 12 30a Use8 8'SDR2 26inlieuotcso0 UF 90 $ 7.25 (652.501 13 30a Uses B'SDR3Inleuolca LF -90 $ 10.24 (921.60 $ (921.60) 14 30b Use8 8"5 SDR: 26inlieuofc802 LF -488 $ 7,25 (3.538.001 15 30b Useg's SDR3InlieuofCaa3 UF -488 $ 10.24 S 14.997.12 $ (4,997,12) 16 31a Use8's SDR: 25inlieuof0904 UF -50 s 7,25 1362.501 17 31a Use8's SDR3 35inl lieuofca05 UF -50 $ 10.24 (512.001 $ (512.00) 18 36 10' pointrepairu using SDR2 26inl lieud of0900lowt traffic EA 2 $ 147.00 (294.001 19 36 10'p pointrepairu usingSDR3 35inl lieuofC900lowt tralfic EA -2 $ 212:38 d 1424.7E1 $ (424.75) 20 37 1orp pointrepairu usings SDR2 26inl lieuo ofC900lowtralic EA 1 $ 147.00 (147.00 21 37 10'p pointrepair usings SDR3 35inl lieu ofC C900lowt traffic EA 1 $ 212.38 1212:381 $ (212.38) 2 11 forcemaint tieinu usingP PVCCB00insteado ofD Ductile Iron LF -49 Is a $ (54,002,50) The accepted reductions totaled approximately $54,000. Engineer and Contractor further discussed two proposed reductions and one new reduction in attempt to reach the $61,000 goal, 1/29/2025 = Contractor proposed the following changes: Green highlight - accepted Grey = no change from previous proposal; Engineer's decision stands Orange highlight - under further review & negotiation Scope Reduction And Negotiations MemorandumLeonard McBryde Engineer, WithersRavenel) Michele Faison (Grant Administrator, WithersRavenel) Nick Brown (Contractor, Enviro-Tech) Doug Newhouse Grant Representative, DWI) Doris Walton (Interim Town Manager) Page 3 of 5 WithersRavene! Our People. Your Successi Item # Deduct Description Unit QTY Deduct Unit Deduct Total 5 Removev water service, water tap,) yard hydrant, backflow LS 1 $ 8,500.00 I $ (8,500.00) $ (8,500.00) 5 Removei interior liningf from lifts station VF 21 $ 500.00 - $ (10,500.00) 5 Removee exterior coatingf from lifts station VF -21 $ 200.00 $ (4,200.00) 5 Remove! barby wirei from fence LF -260 $ 2.00 $ (520.00) $ (520.00) 5 Qutandp plug endo of sewer forcemain; noi flowablef fill LF -164 $ 25.00 - $ (4,100.00) 7a 10" SDR: 26inl lieu of C9001 10-1 12 depth LF -45 $ 10.50 - $ (472.50) 7a 10" SDR35i in lieu of C9001 10-12 depth LF -45 $ 15.17 - $ (682.65) $ (682.65) 7b 10" SDR2 26i in lieu of C9001 12- 14' depth LF -92 $ 10.50 $ (966.00) 7b 10" SDR35in lieu of C9001 12-14 depth LF -92 $ 15.17 $ (1,395.64) $ (1,395.64) 10" carrier pipe to ber PVCDR21p pipe with bell restraints 8 LF 364 $ 89.35 $ (32,523.40) (jack and bore) $ (32,523.40) 9 10"F PVCDR3 35 gravitys seweri inl lieu of ductileiron LF -43 $ 103.22 - $ (4,438.46) $ (4,438.46) 19 Cutandp plug ends of 10" gravitys sewer pipe; no flowable LF 190 $ 30.00 $ (5.700.00) 30a Use8" SDR26i inl lieu of C900 LF -90 $ 7.25 $ (652.50) 30a Use8" SDR35in1 lieu of C900 LF -90 $ 10.24 $ (921.60) $ (921.60) 30b Use8" SDR: 26in lieu of C900 LF -488 $ 7.25 $ (3.538.00) 30b Use8" SDR35ir inl lieu of C900 LF -488 $ 10.24 Ls $ (4.997.12) $ (4,997.12) 31a Use8"s SDR2 26inl lieu of C900 LF -50 $ 7.25 $ (362.50) 31a Use8" SDR3 35in lieu of C900 LF -50 $ 10.24 $ (512.00) $ (512.00) 36 10" pointr repair using SDR: 261 in lieud of C900 lowt traffic EA 2 $ 147.00 $ (294.00) 36 10" pointr repair using SDR3 351 in lieu of C900 lowt traffic EA -2 $ 21238 $ (424.76) $ (424.76) 37 10" pointr trepairy using SDR261 in lieuc of C9001 lowt traffic EA -1 $ 147.00 I $ (147.00) 37 10" pointr repairu using SDR35inl lieu of C900 lowt traffic EA 1 $ 212.38 - $ (212.38) $ (212.38) 11 Forcemain tiei in using PVCC9001 instead of Ductilel Iron LF 49 $ 22.65 $ (1.109.85) $ (1,109.85) 12 4'Gatel Valves in lieu of Plug Valves Ea -3 $ 1,835.15 $ (5,505.45) 13 Remove Engineering Requirement on Bypass LS 1 $ 7,500.00 $ (7,500.00) $ (7,500.00) WWW2 Add Ground Loop Portion of Grit Classifier LS 1 $ 8,175.40 $ 8,175.40 $ 8,175.40 $ (55,562.46) 1/29/2025 Engineer spoke with the Contractor to discuss the item under review, and see if there was anything else that could be adjusted to meet a similar reduction amount. Contractor agreed to look at other quotes on the mechanical screen to see if that value could be saved. 2/5/2025 - Contractor proposed reducing the lump sum cost for the lift station by 6,000 (line item 5 in the bid form) to meet the Value Engineered bid price goal. Engineer accepted this proposal, concluding the Value Engineering Negotiations phase. 2/5/2025 - Engineer to move forward with the Bid Recommendation Package to the Town with the final negotiated bid price of $2,492,227.00 Enviro-tech Unlimited Construction Owner: Town of Hertford Contractor: Services, LLC. Authorized Signature Authorized Signature By: Doris Walton By: Nicholas Brown Title: Interim Town Manager Title: Manager Date: Date: 2/24/2025 Scope Reduction And Negotiations MemorandumLeonard McBryde (Engineer, WithersRavenel) Michele Faison (Grant Administrator, WithersRavenel) Nick Brown (Contractor, Enviro-Tech) Doug Newhouse (Grant Representative, DWI) Doris Walton (Interim Town Manager) Page 4 of 5 WithersRavene! Our People: Your Success: Scope Reduction And Negotiations MemorandumLeonard McBryde (Engineer, WithersRavenel) Michele Faison (Grant Administrator, WithersRavenel) Nick Brown (Contractor, Enviro-Tech) Doug Newhouse (Grant Representative, DWI) Doris Walton (Interim Town Manager) Page 5 of 5 Docusign Envelope ID: 2851DC45-B91F-4F7E-9888-A329ECFOAECA Project Bid Tabulation - Base Bid Town of Hertford Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation DWI Project No. VUR-W-ARP-0068 & CS370526-05 WR Project No. 09220405.01 Bid Received: December 4, 2024 Enviro-Tech Unlimited Construction Services, LLC Item Unit Cost Extended Price Line Quantity U/M Description ($) ($) Meads Lift Station Replacement 1 Mobilization 1 LS $85,000 $85,000 2 Assessment of Existing 8-Inch. Sewers by CCTVInspection 0 LF $16 $0 and Manhole Inspections (low traffic) 3 Assessment of Existing 10-Inch Sewers by CCTV 0 LF $20 $0 Inspection and Manhole Inspections (low traffic) 4 Clearing and Grubbing 1 LS $15,000 $15,000 5 Meads Lift Station Replacement and Demolition 1 LS $865,000 $865,000 6 SCADA Allowance 1 LS $25,000 $25,000 7 10-inch PVC C900 Gravity Sewer (Open-Cut) 10 12' Depth 45 LF $300 $13,500 12-14" Depth 92 LF $350 $32,200 Bore &. Jack- 20-inch steel casing with 10-inch DIP PC 350 8 364 LF $1,600 $582,400 carrier pipe 9 10-inch DIP PC-350 Gravity Sewer (Open Cut) 12-14' Depth 43 LF $465 $19,995 10 4-foot Diameter Doghouse Manhole 12-14 Depth 1 EA $18,500 $18,500 11 4-foot Diameter Manhole 12-14' Depth 1 EA $14,000 $14,000 14-16' Depth 1 EA $15,000 $15,000 6-Inch PC-350 DIP Force Main Including Fittings, Valves, 12 andF Restrained Joint (Open Cut) (6-8) 49 LF $450 $22,050 Docusign Envelope ID: 2851DC45-B91F-4F7E-9888-A329ECFOAECA 13 6-Inch Force Main Connection, Valves, and Fittings 1 EA $17,500 $17,500 14 Pipe Connection to Existing Manhole 1 EA $5,000 $5,000 15 Remove and Replace Roadway Pavement 90 SY $165 $14,850 16 Remove & Replace Unsuitable Material with #57 Stone 150 CY $125 $18,750 17 Erosion Control, Implementation, Maintenance: and 1 LS $10,000 $10,000 Removal 18 Site Restoration 1 LS $29,500 $29,500 19 Abandon in Place Existing 10" PVC Gravity Sewer and 190 LF $60 $11,400 Reconstructed inverts into Manhole 20 Bypass Sewer Pumping 1 LS $65,000 $65,000 21 3rd Party Materials Testing Allowance 1 LS $5,000 $5,000 22 Generator 1 LS $115,000 $115,000 Sewer Rehabilitation- Dig and Replace 23 Assessment of Existing 8-Inch Sewers by CCTVI Inspection 0 LF $16 $0 and Manholel Inspections (low traffic) 24 Assessment of Existing 8-Inch Sewers by CCTVI Inspection 0 LF $20 $0 and Manholel Inspections (high traffic) 25 Rehabilitate Existing 8-inch Sewers By Furnishing And 0 LF $70 $0 Installing Finished Cured-in-Place! Pipe Liner (low traffic) 26 Rehabilitate Existing 8-Inch! Sewers By Furnishing And 0 LF $87 $0 Installing Finished Cured-in-Place Pipe Liner (high traffic) Rehabilitate Existing 10-Inch Sewers By Furnishing And 27 0 LF $87 $0 Installing Finished Cured-in-Place! Pipe Liner (high traffic) 28 B-inchs Sanitary Sewer Gravity Line Remove andF Replace with DIP (Open Cut) (lowt traffic) 0-4' Depth 0 LF $162 $0 4-6' Depth 0 LF $215 $0 29 8-inchs Sanitary Sewer Gravityl Line Remove and Replace with DIP (Open Cut) (high traffic) 0-4' Depth 0 LF $192 $0 4-6' Depth 0 LF $220 $0 30 8-inchs Sanitary Sewer Gravity Line Remove and Replace with PVC C900 (Open Cut) (low traffic) 4-6' Depth 0 LF $150 $0 Docusign Envelope ID: 2851DCA689F4F7E988-A329ECFOAECA 6-8' Depth 90 LF $185 $16,650 8-10' Depth 488 LF $200 $97,600 8-inch Sanitary! Sewer Gravity Line Remove and Replace 31 with PVC C900 (Open Cut) (high traffic) 8-10' Depth 50 LF $225 $11,250 10-inch Sanitary Sewer Gravity Line Remove and Replace 32 with PVC C900 (Open Cut) (low traffic) 8-10' Depth 0 LF $225 $0 10-inch Sanitary! Sewer Gravity Line Remove andF Replace 33 with PVC C900 (Open Cut) (high traffic) 8-10' Depth 0 LF $255 $0 34 Excavate And Backfill For Obstructions And Point Repairs 1 EA $9,500 $9,500 For 8-inch! Sewer! Line Rehabilitation (low traffic) 35 Excavate And Backfill For Obstructions And Point Repairs 0 EA $12,000 $0 For 8-inch Sewerl Line Rehabilitation (high traffic) 36 Excavate And Backfill For Obstructions And Point Repairs 2 EA $13,500 $27,000 For 10-inch Sewer Line Rehabilitation (low traffic) Excavate And Backfill For Obstructions And Point Repairs 37 1 EA $17,500 $17,500 For 10-inch Sewer Line Rehabilitation (high traffic) Furnish And Install Cementitious Manhole Surface Liner 4- 38 57 VF $950 $54,150 Foot Diameter (low traffic) Furnish And Install Cementitious Manhole Surface! Liner 4- 39 Foot Diameter (high traffic) 18 VF $1,050 $18,900 Rebuild / Repair Bench Andl Invert Inside Designated 40 Manholes (low or high traffic) 11 EA $3,500 $38,500 41 Install or Replace 4-inch Drop in Manhole 0 VF $2,500 $0 42 Installo or Replace 6-inch Drop in Manhole 0 VF $3,000 $0 43 Install or Replace 8-inch Drop ini Manhole 0 VF $3,500 $0 Install Slide or Inside Drop for Drops Less Than 301 Inches 44 3 EA $10,000 $30,000 45 Installation of 4' Diameter Manhole 6-8' Depth 0 EA $11,000 $0 46 Abandon in Place Existing 8" Gravity Sewer and Dropsi in 0 LF $50 $0 Manhole 47 Inspection of 4-Inch Sewer Lateral To Meet All Specified 10 EA $1,500 $15,000 Requirements (low and high traffic) 48 Inspection of 6-Inch Sewer Lateral To Meet. AII Specified 0 EA $1,750 $0 Requirements (low and high traffic) Docusign Envelope ID: 2851DC45-B91F-4F7E-988-A329ECFOAECA Reconnect 4-Inch Sewer Lateral Tol Main to Meet All 49 10 EA $4,500 $45,000 Specified Requirements (low traffic) Reconnect 4-Inch Sewer Lateral Tol Main to Meet All 50 0 EA $5,500 $0 Specified Requirements (high traffic) Reconnect 6-Inch Sewer Lateral" Tol Main to Meet All 51 1 EA $6,500 $6,500 Specified Requirements (low traffic) Reconnect 6-Inch Sewer Lateral To Main to Meet All 52 1 EA $9,000.00 $9,000 Specified Requirements (hight traffic) Rehabilitate or Replace 4-Inch Sewer Lateral To Meet All 53 1,050 LF $55 $57,750 Specified Requirements (low traffic) Rehabilitate or Replace 4-Inch Sewer Lateral To Meet All 54 0 LF $58 $0 Specified Requirements (high traffic) Rehabilitate or Replace 6-Inch! Sewer Lateral" To Meet All 55 35 LF $95 $3,325 Specified Requirements (low traffic) Rehabilitate or Replace 6-Inch Sewer Lateral Tol Meet All 56 35 LF $105 $3,675 Specified Requirements (high traffic) 57 Install 4-inch Sewer Lateral into Manhole 7 EA $5,000 $35,000 58 Install 6-inch Sewerl Lateral into Manhole 1 EA $7,500 $7,500 Install Saddle for 4-inch Sewer Lateral 59 10 EA $2,800 $28,000 Install Saddiei for 6-inch Sewer Lateral 60 1 EA $3,500 $3,500 61 Furnish And Install 4-1 Inch Clean Out 17 EA $1,850 $31,450 62 Furnish And Install 5-Inch Clean Out 1 EA $3,500 $3,500 Remove and Replace Roadway Pavement for Sewer Line 63 834 SY $165 $137,610 Rehabilitation (low traffic) Remove and Replace Roadway Pavement for Sewer Line 64 67 SY $350 $23,450 Rehabilitation (high traffic) 65 Remove and Replace Concrete! Sidewalks and Driveways 0 SY $165 $0 66 Remove and Replace Concrete Curb & Gutter 0 LF $115 $0 67 Flowable Fill 20 CY $700 $14,000 68 Trench Stabilization And Pipe Bedding 17 TN $110 $1,870 69 Surface Restoration 189 SY $65 $12,285 Remove & Replace Unsuitable Bedding Material with #57 70 150 TN $135 $20,250 Stone Total Construction Bid Cost Base Bid $2,779,360.00 8 A & du II a 036163 1245/20240 - baesS C / NGINE - B R - Docusign Envelope ID: 2851DC45-B91F-4F7E-9885-A329ECFOAECA Bid Tabulation - Alternate A Town of Hertford Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation DWI Project No. VUR-W-ARP-0068 & CS370526-05 WR Project No. 09220405.01 Bid Received: December 4, 2024 Enviro-Tech Unlimited Construction Services, LLC Item Unit Cost Extended Price Line Quantity U/M Description ($) ($) Sewer Rehabilitation- Dig & Replace Alternate A 23 Assessment of Existing 8-inch Sewers by CCTV 300 LF $16 $4,800 Inspection and Manhole Inspections (low traffic) 24 Assessment of Existing 8-Inch Sewers by CCTV 298 LF $20 $5,960 Inspection and Manhole Inspections (high traffic) 28 8-inch Sanitary Sewer Gravity Line Remove and Replace with DIP (Open Cut) (low traffic) 0-4' Depth 750 LF $195 $146,250 4-6' Depth 135 LF $225 $30,375 8-inch Sanitary Sewer Gravity Line Remove and 29 Replace with DIP (Open Cut) (high traffic) 0-4' Depth 76 LF $215 $16,340 4-6' Depth 100 LF $255 $25,500 8-inch Sanitary Sewer Gravity Line Remove and 30 Replace with PVC C900 (Open Cut) (low traffic) 4-6' Depth 125 LF $160 $20,000 6-8' Depth 275 LF $180 $49,500 8-10' Depth 123 LF $214 $26,322 8-inch Sanitary Sewer Gravity Line Remove and 31 Replace with PVC C900 (Open Cut) (high traffic) 8-10' Depth 75 LF $245 $18,375 32 10-inch Sanitary Sewer Gravity Line Remove and Replace with PVC C900 (Open Cut) (low traffic) 8-10' Depth 248 LF $265 $65,720 10-inch Sanitary Sewer Gravity Line Remove and 33 Replace with PVC C900 (Open Cut) (high traffic) 8-10' Depth 50 LF $295 $14,750 Excavate And Backfili For Obstructions And Point 35 Repairs For 8-inch Sewer Line Rehabilitation (high 3 EA $13,500 $40,500 traffic). Docusign Envelope ID: 2851DC45-B91F-4F7E-9888-A329ECFOAECA Furnish And Install Cementitious Manhole Surface Liner 38 13 VF $1,000 $13,000 4-Foot Diameter (low traffic) Rebuild / Repair Bench And Invert Inside Designated 40 Manholes (low or high traffic) 8 EA $3,500 $28,000 Inspection of 4-Inch Sewer Lateral To Meet All 47 52 EA $1,500 $78,000 Specified Requirements (low andh high traffic) Inspection of 6-Inch Sewer Lateral To Meet All 48 2 EA $1,500 $3,000 Specified Requirements (low and high traffic) Reconnect 4-Inch Sewer Lateral To Main to Meet All 49 37 EA $4,000 $148,000 Specified Requirements (low traffic) Reconnect 4-Inch Sewer Lateral To Main to Meet All 50 15 EA $5,000 $75,000 Specified Requirements (high traffic) Rehabilitate or Replace 4-Inch Sewer Lateral To Meet 53 1,295 LF $55 $71,225 AIIS Specified Requirements (low traffic) Rehabilitate or Replace 4-Inch! Sewer Lateral Tol Meet 54 525 LF $65 $34,125 AIl Specified Requirements (high traffic) 57 Install 4-inch Sewer Lateral into Manhole 13 EA $4,250 $55,250 Install Saddle for 4-inch Sewer Lateral 59 52 EA $2,250 $117,000 Install Saddie for 6-inch Sewer Lateral 60 2 EA $3,000 $6,000 61 Furnish. And Install 4-Inch Clean Out 65 EA $1,800 $117,000 62 Furnish And Install 6-Inch Clean Out 2 EA $3,900 $7,800 Remove and Replace Roadway Pavement for Sewer 63 2,173 SY $155 $336,815 Line Rehabilitation (low traffic) Remove and Replace Roadway Pavement for Sewer 64 431 SY $300 $129,300 Line Rehabilitation (high traffic) Remove and Replace Concrete Sidewalks and 65 700 SY $165 $115,500 Driveways 66 Remove and Replace Concrete Curb & Gutter 335 LF $110.00 $36,850 68 Trench Stabilization And Pipel Bedding 67 TN $105 $7,035 69 Surface Restoration 744 SY $60 $44,640 Total Construction Bid Cost $1,887,932.00 Docusign Envelope ID: 2851DC45-B91F-4F7E-9888-A329ECFOAECA Bid Tabulation - Alternate B Town of Hertford Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation DWI Project No. VUR-W-ARP-0068 & C53/0526-05 WR Project No. 09220405.01 Bid Received: December 4, 2024 Enviro-Tech Unlimited Construction Services, LLC Item Unit Cost Extended Price Line Quantity U/M Description ($) ($) Sewer Rehabilitation- CIPP Alternate B 25B Rehabilitate Existing 8-Inch Sewers By Furnishing And 578 LF $75 $43,350 Installing Finished Cured-in-Place Pipe Liner (low traffic) 26B Rehabilitate Existing 8-Inch Sewers By Furnishing And 298 LF $87 $25,926 Installing Finished Cured-in-Place Pipel Liner (high traffic) 27B Rehabilitate Existing 10-Inch Sewers By Furnishing And 298 LF $96 $28,608 Installing Finished Cured-in-Place Pipel Liner (high traffic) 34B Excavate And Backfill For Obstructions And Point Repairs 5 EA $12,000 $60,000 For 8-inch Sewer Line Rehabilitation (low traffic) Remove and Replace Roadway Pavement for Sewer Line 63B Rehabilitation (low traffic) 142 SY $185 $26,270 64B Remove and Replace Roadway. Pavementi for Sewer Line 0 SY $325 $0 Rehabilitation (high traffic) Total Construction Bid Cost $184,154.00 Docusign Envelope ID: 2851DC45-B91F-4F7E-9888-A329ECFOAECA Bid Tabulation - Alternate C Town of Hertford Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation DWI Project No. VUR-W-ARP-0068 & C5370526-05 WR Project No. 09220405.01 Bid Received: December 4, 2024 Enviro-Tech Unlimited Construction Services, LLC Item Unit Cost Extended Price Line Quantity U/M Description ($) ($) Sewer Rehabilitation- Pennsylvania Ave Alternate C Assessment of Existing 8-Inch Sewers by CCTVI Inspection 23C 300 LF $20 $6,000 and Manhole Inspections (low traffic) 34C Excavate And Backfill For Obstructions And Point Repairs 2 EA $12,000 $24,000 For 8-inch Sewer Line Rehabilitation (low traffic) Furnish And Install Cementitious Manhole! Surface Liner 4- 38C 5 VF $1,350 $6,750 Foot Diameter (low traffic) Rebuild / Repair Bench. And Invert Inside Designated 40C Manholes (low or high traffic) 2 EA $3,500 $7,000 45C Installation of 4' Diameter Manhole 6-8' Depth 1 EA $12,500 $12,500 46C Abandon inf Place Existing 8" Gravity Sewer 300 LF $50 $15,000 Inspection of 4-Inch Sewer Lateral To Meet. All Specified 47C 4 EA $1,500 $6,000 Requirements (low and high traffic) 49C Reconnect 4-Inch Sewer Lateral To Main to Meet. All 4 EA $2,500 $10,000 Specified Requirements (low traffic) 53C Rehabilitate or Replace 4-inch Sewer Lateral To Meet All 140 LF $65 $9,100 Specified Requirements (low traffic) Install Saddle for 4-inch Sewer! Lateral 59C 4 EA $2,500 $10,000 61C Furnish And Install 4-Inch Clean Out 4 EA $2,000 $8,000 Remove and Replace Roadway Pavement for Sewer Line 63C 33 SY $225 $7,425 Rehabilitation (low traffic) 65C Remove and Replace Concrete Sidewalks and Driveways 4 SY $400 $1,600 66C Remove and Replace Concrete Curb & Gutter 20 LF $175.00 $3,500 68C Trench Stabilization And Pipe Bedding 4 TN $180 $720 69C Surface Restoration 44 SY $125 $5,500 Total Construction Bid Cost $133,095.00 / AbNa EXN MEADSIET STATION Lifts station Ne & required Must keep. GENTIEHLR RD POR MEADSLIFTSTATION SEES SHEETC200 a - 1 SSOd of 2,000 / gallons at Grubb Streeta at Feed ands Seedp pump station- Heavy Noti inb base. Alla alts. rain (inflow and Delete all3 3.01 infitration) CRo1) -sinkholesi formed GRUBBST byf failing sewer linesc on I Pennsylvania/ Ave WMARKETS DOBSSTHMAHU ON SSO at Edenton Rds Str near Jennies Gul- Debris inl line 1 / A 3rd party intrusion damage. EtR them tor repair. SSO of1 100 This SSOis c103 UNSEIDR. > gallons ats Sunsel upstream of all Dra and Castleton repairs wel have Ave- Debris in in base! bid. line 4 or Po Legend ssO Must Keop 5 a CanF Remove E SSO of 600 "mpen Direction ofF Flow e gallonsa at FaAiO intersection of Wyne LEGEND a Fork Rda and Hedbee! Dr- PLANSHEET Heavyn rain PROPERTVE BOUNDARY (infiowa and AIL ROAD RACKS infiltration) PROPOMEOSANT MRIINGNTATON SSO of2 200 SHEET INDEX gallons at Lightfoot SCALE: 1'-500 Mobile Home Park Debris in line sasont ne (doad. BMHE QHO413H: JONMOL auBAeySIBVAIM SINEW3AOHdAI WBISAS NOMD3T1OD GNOII83H: JO NMOL a € 2 - : 9 : - S - : : E $5 a - $ I a : 2 a a E 433873 4 3 : - - - - * : 1 - I e a 7 5 3 3 / & 0 VA - : a U / - mm lunter Dr. Grescent Dr de o 3 a Gravity Sewer Projects SRF Application Hertford, NC - WithersRavenel Engineers L Planners! Survevrs Legend Our Péople. Your Success SRF_S Sewer Gravity Man :tich 93 bri En G : Force Main 13 39 1340 : 7 Meads Pump Slation V snn This map is for iniormational purposes oniy AII feature 600 1.200 2.400 locations dispiayed ane apprumimate basai or availainle WWI address_poinis Feet data sources. Daia features are not baset! or proiessional field suivey unless slated pthenvise Heriford Municipal Limit 1inch = 1.200 feen a UEN Raleight 20120 03601 200363.01 Hertford USDA Water Geomatics GIS Acrial Date:r 2016 Printed Date: 47 29/2022 Creatert By: TLPH 09/2019 Winfall 17 FS 027 19/2021 a 17 2021 Certford /04/2020 08/07/2020 012018 Incident Map Hertford SRF Application Town of Hertford, NC 36.185918, 76.468328 April, 2022 - WithersRavenel Legend Engmeersi 1 ianisers Surievots Sanitary Sewer Overflow Our People. Your Success. SVGRA o CarnG 7511 : 469 5330 Pump Station tcmea 1479 This map. :3 foriniormiational curposes - nin eniyAIl foaturs locations discleved eres WWTP 750 1,500 3.000 approkimate caseci on available data Feet sasrdes. Data features are ncr based on : 7 profersional fele survay unless siared Hertford Town Limits/Project Area 1inch = 1.500 feet Pathi U:22:22 04004220405: Hertford Sewer SRF AopiaNOnIGePMIIGET Hertford Incident Map.mxe Printed Date: 4/29/2022 Crested By evirison EJCDCE PENAL SUM FORM DOCUMENIS NGNEL LKS JONI COMMIT COMIRACI TTFE BID BOND Any singular reference to Bidder, Surety, Owner, or other party shall be considered plural where applicable. BIDDER Name and Address): Enviro-Tech Unlimited Construction Services, LLC PO Box 157 Nags Head, NC 27959 SURETY (Name, and Address of Principal Place of Business): Old Republic Surety Company 18500 W Corporate Dr, Ste 170 Brookfield, WI 53045 OWNER (Name and Address): Town of Hertford 114 West Grubb Street Hertford, NC 27944 BID Bid Due Date: October 17th, 2024 Description (Project Name - Include Location): Collection System Improvements- Meads Lift Station Replacement and Sewer Rehabilitation (VUR-W-ARP-0068 & CS370526-05) EJCDC" C-430, Bid Bond (Penal Sum Form). Published: 2013. Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 4 EJCDCS PENAL SUM FORM EKGNEEES JOII COMIRACI DOCL MIENTS COMMITTEE The base bid for this project will consist of the eplacemenlAbandonment of Meads Lift Station including a generator, automatic-transfer. switch, (2) 10 HP pumps with a pumping capacity of 200 GPM at 32 TDH, the installation of approximately 137 LF of 10-inch PVC gravity sewer line, 43 LF of 10-inch DIP gravity sewer line, 364 LF bore and jack of 20-inch steel casing with 10-inch DIP carrier pipe, installation of 3 new manholes, and 49 LF of 6-inch DIP force main. The base bid for the sewer rehabilitation portion of the project will consist of replacement of 628 LF of 8-inch gravity sewer line with PVC C-900, four point repairs, and rehabilitation of approximately 14 manholes. This rehabilitation will include the replacement and reconnection of approximately 10 sewer lateral connections and 350 LF of sewer laterals. Alternate 'A' encompasses roughly 600 LF of 8-inch CCTV assessment, 1061 LF of 8-inch pipe to be removed and replaced with lined DIP,598 LF of 8-inch pipe to be removed and replaced with PVC C 900, 298 LF of 10 inch pipe to be removed and replaced with PVC C-900, three point repairs, and rehabilitation of approximately 10 manholes. Alternate 'A'i includes the replacement and reconnection of approximately 54 sewer lateral connections and 1820 LF of sewer laterais. Alternate 'B' encompasses roughly 876 LF of 8-inch Cured-In-Place Pipe Lining, 298 LF of 10-inch Cured-In-Place Pipe Lining, and five point repairs. Please note that Alternate 'B' reflects the use of CIPP instead of the dig and replace method for one sewer line in the base bid and 3 sewer lines in Alternate 'A'in order to maximize the use of project funds. Alternate 'C' encompasses approximately 300 LF of 8-inch CCTV assessment, two point repairs, and the rehabilitation of approximately 2 manholes. Alternate 'C' includes the reconnection and replacement of 4 sewer lateral connections and 140 LF of sewer laterals. BOND Bond Number: Issued Upon Award Date: October 17th, 2024 Penal sum Five Percent of Amount Bid $ 5% of Bid (Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this. - Bid Bond to be duly executed by an authorized officer, agent, or representative. - BIDDER SURETY Enviro-Tech Unlimited Construction (Seal) (Sediy Services, LLC Old Republic Surety Company Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature Signatura-Attach Power of Attopney) Nicholas Brown Grey Allen Glover, Jr. Print Name Print Name EJCDC C-430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers. Joint Contract Documents Committee. Page 2of4 4 EJCDCE PENAL SUM FORM ENGIEERS omt cOsT DOCUMENIS COMMITTEr Manager Attorney-in-Fact Title Title Attest: - Attest: Kart Aall CNA bus Signature Veronica Kent Signature Susan Hall Title Finance Director Title Executive Assistant Note: Addresses are to be used for giving any required notice. Provide execution by any additional parties, such as joint venturers, if necessary. 1. Bidder and Surety, jointly and severally, bi nd themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder's and Surety's liability. Reçovery of such penal sum under the terms of this Bond shall be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents. 3. This obligation shall be null and void f: 3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or 3.2 All Bids are rejected by Owner, or 3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, dentifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. Nos suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after the Bid due date. EICDC* C-430, Bid Bond (Penal Sum Form). Published 2013. Prepared byt the Engineers Joint Contract Documents Committee. Page 3 of4 EJCDCE PENAL SUM FORM ENGINEERS JOINT COMIRAL DOCUMENTS COMMITIEE 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre- paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "Bid" as used herein ncludes a Bid, offer, or proposal as applicable. EJCDC C-430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers Joint Contract Documents Committee. Page 4 of4 4